Open Access
Issue |
E3S Web of Conf.
Volume 490, 2024
5th International Symposium on Architecture Research Frontiers and Ecological Environment (ARFEE 2023)
|
|
---|---|---|
Article Number | 01013 | |
Number of page(s) | 12 | |
Section | Material Performance Simulation and Low-Carbon Building Design | |
DOI | https://doi.org/10.1051/e3sconf/202449001013 | |
Published online | 14 February 2024 |
- ZHONG Shantong. Research and application of unified theory of concrete filled steel tube[M].Beijing: Tsinghua Press,2006. [Google Scholar]
- Cai Shaohuai. Modern concrete filled steel tubular structure (Revised Edition)[M]. Beijing: People's Communications Press, 2007. [Google Scholar]
- HAN lin hai. Concrete filled steel tubular structures:theory and practice[M]. 3rd ed. Beijing: Science Press, 2016:1-12. [Google Scholar]
- Road and Bridge Test Research Institute, Highway Planning, Survey and Design Institute, Sichuan Provincial Department of Communications. 2009(a). Test report on the concrete density of steel tubes of the main bridge of the Jinma River Bridge on the extension line of Guanghua Avenue and the quality of the welds.[R].2009,9.1. [Google Scholar]
- WANG Wei. Study on void mechanism of concrete filled steel tube[D]. Chongqing: ChongQing JiaoTong university,2008. [Google Scholar]
- TU Guangya. Sparation effects on mechanical behavior of concrete filled steel tubular arch bridge [D]. Chang sha:Hunan University,2008:32-69. [Google Scholar]
- Feng Zhi, Wang Jianjun, Han Yu, etc. Prevention of debonding and voiding of CFST arch ribs during construction [J]. Highway, 2015,60(12):126-129. [Google Scholar]
- LIAO F Y,HAN L H,HE S H.Behavior of CFST short column and beam with initial concrete imperfection:Experiments[J].Journal of Constructional Steel Research,2011,67(12):1922-1935. [CrossRef] [Google Scholar]
- SUN guoshuai, YU Tiehan, DONG Songyuan. et al. Summary of the development and research on concrete filled CFRP-Steel tubular structure[J].Industrial Construction, 2007, 37(Suppl1):575-578. [Google Scholar]
- BELL T,DARBY A,DENTON S.Research issues related to the appropriate use of FRP in concrete structures[J].Construction and Building Materials,2009,23(4):1521-1528. [CrossRef] [Google Scholar]
- Kabir M Z, Nazari A. Enhancing Ultimate Compressive Strength of Notch Embedded Steel Cylinders Using Overwrap CFRP Patch [J]. Applied Composite Materials, 2011, 19(3-4): 723-738. [Google Scholar]
- Wang H, Wu G, Jiang J. Fatigue Behavior of Cracked Steel Plates Strengthened with Different CFRP Systems and Configurations [J]. Journal of Composites for Construction, 2016, 20(3): 04015078 [CrossRef] [Google Scholar]
- Gu Wei, Zhao Yinghua, Shang Dongwei. Bearing capacity analysis of CFRP-CFST short columns under axial compression[J]. Engineering Mechanics, 2006, 23(1): 149-154. [Google Scholar]
- Sundarraja M C, Sivasankar S. Axial behavior of HSS tubular sections strengthened by CFRPstrips:an experimental investigation[J]. Science and Engineering of Composite Materials, 2012, 19(2): 159-168. [CrossRef] [Google Scholar]
- Prabhu G G, Sundarraja M C, Kim Y Y. Compressive behavior of circular CFST columns externally reinforced using CFRP composites. Thin-Walled Structures, 2015, 87: 139-148. [CrossRef] [Google Scholar]
- Wang Qingli, Zhang Yongdan, Xie Guangpeng, Yu Shuqin. Bias test of circular section CFRP-concrete-filled steel tubular column [J]. Journal of Shenyang Jianzhu University (Natural Science Edition), 2005, 21(5): 425-429. [Google Scholar]
- Wang Chunyu. Experimental Research on Mechanical Properties of CFRP-reinforced Eccentrically Compressed Round Steel Tube Columns [D]. Hefei: Hefei University of Technology, 2017. [Google Scholar]
- Ding Lei. The effect of slenderness ratio on the axial compression performance of CFRP-reinforced steel-concrete columns [D]. Hefei: Hefei University of Technology, 2017. [Google Scholar]
- Qin P, Xiao Y. Behavior of CFRP Confined Circular Concrete-Filled Steel Tube Columns[C]. Proceedings of the 10th International Conference on Advances in steel concretes composite and hybrid structures, Singapore, 2012: 597-604. [Google Scholar]
- Tao Z, Han L H, Zhuang J P. Cyclic performance of fire-damaged concrete-filled steel tubular beam-columns repaired with CFRP wraps[J]. Journal of Constructional Steel Research, 2008, 64(1): 37-50. [CrossRef] [Google Scholar]
- Zhang Daijun, Tang Bangming, Bao Jianwen, et al. Study on natural aging properties of T700/5288 carbon fiber composites in Hainan [J]. Materials Engineering, 2012, 11: 31-34. [Google Scholar]
- National Standard of the People's Republic of China (GB/T228-2002). Greenhouse Tensile Test Method for Metal Materials. General Administration of Quality Supervision, Inspection and Quarantine [S]. Beijing: China Planning Press, 2002. [Google Scholar]
- National Standard of the People's Republic of China GB/T50081-2002. Standard for test methods for mechanical properties of ordinary concrete [S]. Beijing: China Construction Industry Press, 2003. [Google Scholar]
- National Standard of the People's Republic of China GB/T3354-2014. Test Methods for Tensile Properties of Oriented Fiber Reinforced Polymer Matrix Composites [S]. Beijing: China Standard Press, 2014. [Google Scholar]
- Han Linhai. Concrete-filled steel tubular structures— theory and practice (Second Edition) [M]. Beijing: Science Press, 2007 [Google Scholar]
- Yue Qingrui, Yang Yongxin. Technical specification for repairing concrete structures reinforced with carbon fiber sheets [J]. Building Structure, 2003, 6. [Google Scholar]
- Liao FY, Han LH, Tao Z. Behavior of CFST stub columns with initial concrete imperfection:Analysis and calculations[J]. Thin-walled Structures, 2013, 70(13): 57-69. [CrossRef] [Google Scholar]
- Wang Qingli, Li Ning, Han Fo, Zhu Hefei. Experimental study on CFRP-CFST axial compression members [J]. Journal of Shenyang Jianzhu University (Natural Science Edition), 2006, 22(5): 709-712. [Google Scholar]
- Peng Zhiqiang. Research on the mechanical properties of stainless steel tubular concrete members with void defects under partial tension [D]. Fuzhou: Fujian Agriculture and Forestry University, 2013. [Google Scholar]
- Liao FY, Han LH, He SH. Behavior of CFST short column and beam with initial concrete imperfection: Experiments [J]. Journal of Constructional Steel Research. 2011, 67(12): 1922-1935. [CrossRef] [Google Scholar]
Current usage metrics show cumulative count of Article Views (full-text article views including HTML views, PDF and ePub downloads, according to the available data) and Abstracts Views on Vision4Press platform.
Data correspond to usage on the plateform after 2015. The current usage metrics is available 48-96 hours after online publication and is updated daily on week days.
Initial download of the metrics may take a while.